import numpy as np from typing import List, Tuple def nodal_coords(n_nod_tot: int, n_dim: int, n_columns: int, spacing: float, height: float, n_bot_beams: int, truss_mode: str) -> np.ndarray: """ Calculate the coordinate of the nodes in the assembly. Args: n_nod_tot (int): Total number of nodes. n_dim (int): Number of dimensions. n_columns (int): Number of columns. spacing (float): Spacing between columns (length of beams) height (float): Height of the columns . n_bot_beams (int): Number of bottom beams. truss_mode (str): Mode of the truss ("warren" or other) currently supports pratt and howe as other. Returns: np.ndarray: The nodal coordinates of the assembly. """ nodal_coord = np.zeros((n_nod_tot, n_dim), dtype=float) # Calculate the nodal coordinates if truss_mode == "simple" or truss_mode == "simple_cant": for i in range(n_nod_tot): nodal_coord[i] += [i * spacing, 0] elif truss_mode != "warren": for i in range(n_columns + 2): nodal_coord[i] += [i * spacing, 0] if 0 < i < n_columns + 1: nodal_coord[i + n_columns + 1] += [i * spacing, height] else: for i in range(n_nod_tot - n_bot_beams): nodal_coord[i] += [i * spacing, 0] if i > 0: nodal_coord[i + n_bot_beams] += [i * spacing - spacing / 2, height] return nodal_coord def pel_ele(par: np.ndarray, n_columns: int, n_beams: int, n_rods: int, n_par_nod: int, n_nod_tot: int, n_ele_tot: int, n_bot_beams: int, truss_mode: str, skip_rod: List[int] = []) -> np.ndarray: """ Calculate the parameter-element numbering relation. Built from Beam -> Column -> Rods (considering skipped rods). Args: par (np.ndarray): Parameters for the elements. n_columns (int): Number of columns. n_beams (int): Number of beams. n_rods (int): Number of rods. n_par_nod (int): Number of parameters per node. n_nod_tot (int): Total number of nodes. n_ele_tot (int): Total number of elements. n_bot_beams (int): Number of bottom beams. truss_mode (str): Mode of the truss ("warren", "pratt", etc.). skip_rod (List[int]): Rods to skip. 0-indexed. Returns: np.ndarray: The parameter-element numbering relation. """ if "simple" in truss_mode: pel = beam_pars(par, n_beams, n_par_nod, n_nod_tot, n_bot_beams, truss_mode) else: pel = np.zeros((n_ele_tot - len(skip_rod), 2 * n_par_nod), dtype=int) # Calculate the element parameter relations pel[:n_beams] = beam_pars(par, n_beams, n_par_nod, n_nod_tot, n_bot_beams, truss_mode) if truss_mode != "warren": pel[n_beams:n_beams + n_columns] = column_pars(par, n_columns, n_par_nod) pel[n_beams + n_columns:] = rod_pars(par, n_rods, n_par_nod, n_nod_tot, n_bot_beams, truss_mode, skip_rod) return pel def beam_pars(par: np.ndarray, n_beams: int, n_par_nod: int, n_nod_tot: int, n_bot_beams: int, truss_mode: str) -> np.ndarray: """ Calculate the relevant beam DoFs. Args: par (np.ndarray): Parameters for the elements. n_beams (int): Number of beams. n_par_nod (int): Number of parameters per node. n_nod_tot (int): Total number of nodes. n_bot_beams (int): Number of bottom beams. Returns: np.ndarray: The beam DoFs. """ beams = np.zeros((n_beams, 2 * n_par_nod)) if "simple" in truss_mode: for i in range(n_beams): beams[i, :n_par_nod] = par[i] beams[i, n_par_nod:] = par[i + 1] else: beams[:n_bot_beams, :n_par_nod] = par[:n_bot_beams] beams[:n_bot_beams, n_par_nod:] = par[1:n_bot_beams + 1] beams[n_bot_beams:, :n_par_nod] = par[n_bot_beams + 1:n_nod_tot - 1] beams[n_bot_beams:, n_par_nod:] = par[n_bot_beams + 2:] return beams def column_pars(par: np.ndarray, n_columns: int, n_par_nod: int) -> np.ndarray: """ Calculate the relevant column DoFs. Args: par (np.ndarray): Parameters for the elements. n_columns (int): Number of columns. n_par_nod (int): Number of parameters per node. Returns: np.ndarray: The column DoFs. """ columns = np.zeros((n_columns, 2 * n_par_nod)) for i in range(1, n_columns + 1): columns[i - 1][:n_par_nod] = par[i] columns[i - 1][n_par_nod:] = par[i + n_columns + 1] return columns def rod_pars(par: np.ndarray, n_rods: int, n_par_nod: int, n_nod_tot: int, n_bot_beams: int, truss_mode: str, skip_rod: List[int] = []) -> np.ndarray: """ Calculate the relevant rod DoFs. Args: par (np.ndarray): Parameters for the elements. n_rods (int): Number of rods. n_par_nod (int): Number of parameters per node. n_nod_tot (int): Total number of nodes. n_bot_beams (int): Number of bottom beams. truss_mode (str): Mode of the truss ("warren" or other). skip_rod (List[int]): The rods to skip. From left to right. Returns: np.ndarray: The rod DoFs. """ rods = np.zeros((n_rods - len(skip_rod), 2 * n_par_nod)) count = 0 skips = 0 for i in range(n_nod_tot - n_bot_beams - 1): for j in range(2): if count not in skip_rod: rods[count - skips][n_par_nod:] = par[i + n_bot_beams + 1] if j > 0 and truss_mode != "warren": rods[count - skips][:n_par_nod] = par[2 * j + i] else: rods[count - skips][:n_par_nod] = par[j + i] else: skips += 1 count += 1 return rods def fill_ele_nod(n_ele_tot: int, n_par_nod: int, pel: np.ndarray, skip_rod: List[int] = []) -> np.ndarray: """ Fill the element-nodal matrix. Args: n_ele_tot (int): Total number of elements. n_par_nod (int): Number of parameters per node. pel (np.ndarray): Parameter-element numbering relation. skip_rod (List[int]): Rods to skip. Returns: np.ndarray: The element-nodal matrix. """ ele_nod = np.zeros((n_ele_tot - len(skip_rod), 2), dtype=int) ele_nod[:, 0] = pel[:, 0] // n_par_nod ele_nod[:, 1] = pel[:, n_par_nod] // n_par_nod return ele_nod # If main is called, run the test if __name__ == "__main__": n_par_nod = 3 par = np.arange(1, 7*n_par_nod+1).reshape(7, n_par_nod) n_beams = 5 truss_mode = "warren" n_bot_beams = 3 n_nod_tot = 7 n_rods = 6 n_dim = 3 n_columns = 2 if truss_mode == "warren": n_columns = 0 n_ele_tot = n_beams + n_columns + n_rods print(par) # beams = beam_pars(par, n_beams, n_par_nod, n_nod_tot, n_bot_beams) # rods = rod_pars(par, n_rods, n_par_nod, n_bot_beams, skip_rod=[]) pel = pel_ele(par, n_columns, n_beams, n_rods, n_par_nod, n_nod_tot, n_ele_tot, n_bot_beams, truss_mode, skip_rod) print(pel)